A 100 mm diameter hole is bored a distance h into the base of thecone of density 5 Mg/m3. The cone is 500 mm tall with a radius of 150 mm at it’s base.Determine:(a) the centre of mass of the cone without the cylindrical bore-hole (i.e., a solid cone),(b) the centre of mass of the cone with a cylinder of height 50 mm bored into thebase of the cone. (Note this question is slightly different than the normal text book hibbler statics question) 5. In the figure below, a 100 mm diameter hole is bored a distance h into the base of thecone of density 5 Mg/m³. The cone is 500 mm tall with a radius of 150 mm at it's base.Determine:(a) the centre of mass of the cone without the cylindrical bore-hole (i.e., a solid cone),(b) the centre of mass of the cone with a cylinder of height 50 mm bored into thebase of the cone.50 mmC+150 mm500 mmWbProblem 5Problem 66. Using the figure above, determine the internal shear and bending moment at points

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Answered: 5. In the figure below, a 100 mm…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A 100 mm diameter hole is bored a distance h into the base of the
cone of density 5 Mg/m3
. The cone is 500 mm tall with a radius of 150 mm at it’s base.
Determine:
(a) the centre of mass of the cone without the cylindrical bore-hole (i.e., a solid cone),
(b) the centre of mass of the cone with a cylinder of height 50 mm bored into the
base of the cone.

(Note this question is slightly different than the normal text book hibbler statics question)

5. In the figure below, a 100 mm diameter hole is bored a distance h into the base of the
cone of density 5 Mg/m³. The cone is 500 mm tall with a radius of 150 mm at it's base.
Determine:
(a) the centre of mass of the cone without the cylindrical bore-hole (i.e., a solid cone),
(b) the centre of mass of the cone with a cylinder of height 50 mm bored into the
base of the cone.
50 mm
C+
150 mm
500 mm
W
b
Problem 5
Problem 6
6. Using the figure above, determine the internal shear and bending moment at points

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